This report presents the results of dynamic testing of two 21-in. (20-in. nominal) diameter Franki piles 44 and 55.5 ft long measured to the top of the bulb. The longer pile had a built-in fault, which was a reduction of the cross-sectional area by 50 per cent over a 2-ft length, the middle of which was located approximately 15 ft above the bulb. A central axial impact was imparted to the piles, as described in Report No. 376, from a 108-lb mass falling freely through 2 ft. Comparison of the response of the two piles provides a basis for judging the sensitivity of this method of detecting faulty piles.Peer reviewed: NoNRC publication: Ye
Most of the experimental work carried on pile behavior on centrifuge has been limited to monotonic o...
Because of the recent larger availability and higher performance of pile testing and monitoring equi...
Motivated by the need to develop rational design methods for the retrofit of existing bridges on pil...
This is a preliminary investigation which, it is hoped, may lead to the development of a simple tech...
Due to increasing time, cost and transportation difficulties, Irish contractors are seeking an alte...
An investigation into the behaviour of pressed-in piles has been conducted. The press-in method of p...
This paper presents the results obtained from dynamic and static load tests performed in cast-inplac...
ABSTRACT: This paper presents a comparison of observed computed response of a single pile. Full scal...
dynamic and static tests were performed on a 40 m long, 510 mm square, prestressed, precast concrete...
Driven cast-in-situ (DCIS) piles are classified as large displacement piles. However, the use of an ...
The flexural vibrations of piles during dynamic tests have to be carefully investigated since it is ...
The main objective of this paper is to evaluate the capabilities of the non-destructive impact-resp...
The prediction of axial and lateral pile behaviour is a complex engineering problem. Traditional met...
Static load testing of foundation piles is still considered the main capacity check technology for a...
A test field with 20 cast in-situ piles has been built. Flaws (necks, bulges and cracks) are built i...
Most of the experimental work carried on pile behavior on centrifuge has been limited to monotonic o...
Because of the recent larger availability and higher performance of pile testing and monitoring equi...
Motivated by the need to develop rational design methods for the retrofit of existing bridges on pil...
This is a preliminary investigation which, it is hoped, may lead to the development of a simple tech...
Due to increasing time, cost and transportation difficulties, Irish contractors are seeking an alte...
An investigation into the behaviour of pressed-in piles has been conducted. The press-in method of p...
This paper presents the results obtained from dynamic and static load tests performed in cast-inplac...
ABSTRACT: This paper presents a comparison of observed computed response of a single pile. Full scal...
dynamic and static tests were performed on a 40 m long, 510 mm square, prestressed, precast concrete...
Driven cast-in-situ (DCIS) piles are classified as large displacement piles. However, the use of an ...
The flexural vibrations of piles during dynamic tests have to be carefully investigated since it is ...
The main objective of this paper is to evaluate the capabilities of the non-destructive impact-resp...
The prediction of axial and lateral pile behaviour is a complex engineering problem. Traditional met...
Static load testing of foundation piles is still considered the main capacity check technology for a...
A test field with 20 cast in-situ piles has been built. Flaws (necks, bulges and cracks) are built i...
Most of the experimental work carried on pile behavior on centrifuge has been limited to monotonic o...
Because of the recent larger availability and higher performance of pile testing and monitoring equi...
Motivated by the need to develop rational design methods for the retrofit of existing bridges on pil...